FIMI_3B2_Amend__6_03182019.pdf
PDF 648 KB Posted
- Attached to
- Fire Island Maintenance 3B2 Federal contract opportunity
- Solicitation number
- W912DS19B0002
About this file
Plans
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Bid_Abstract.pdf | ||
| W912DS19B0002-0007.pdf | ||
| FIMI_3B2_SPECS_PACKAGE_Amend_6_03-19-2019.pdf | ||
| W912DS19B0002-0006.pdf | ||
| FIMI_3B2_Amend_5_Plans_03132019.pdf | ||
| FIMI_3B2_SPECS_PACKAGE_Amend_5_03-13-2019.pdf | ||
| W912DS19B0002-0005.pdf | ||
| W912DS19B0002-0004.pdf | ||
| 2017_4561-FIMI-3B-PROFILE-ELEV.XYZ | XYZ file | |
| W912DS19B0002-0003.pdf | ||
| 2018_4775-PROFILES-15FT-ELEV.XYZ | XYZ file | |
| 2018_4775-LiDAR-35FT-SORTED-MED-ELEV.XYZ | XYZ file | |
| FIMI_3B2_SPECS_PACKAGE_02-15-2019.pdf | ||
| W912DS19B0002-Amendment_0002.pdf | ||
| FIMI_3B2_RTA_Amend_2_02132019.pdf | ||
| W912DS19B0002-01.pdf | ||
| FIMI_3B2_SPECS_PACKAGE_2018-10-31.pdf | ||
| FIMI_3B2_90__Submission_11092018_Compressed.pdf | ||
| A.07.23_Solicitation_W912DS19B0002.pdf |
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Text version
S
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C-302
C -3
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G .A
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G .A
S T
A .5
T
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200'0 100'
HORIZONTAL SCALE:1"=100'
VERTICAL SCALE: 1"= 10'
20'10'
6. FOR ALIGNMENT DATA SEE SHEET G-101.
FROM THE REFERENCE LINE
5. BERM DIMENSION SHOWN IS MEASURED
CONTRACT.
4. 6" TOLERANCE HASBEEN PROVIDED IN THIS
LOCATIONS SEE SHEETS C-101 THRU C-112.
3. FOR PLANS AND CROSS SECTIONS
ALIGNMENT DATA SEE SHEET G-101.
2. FOR GENERAL PLAN, REFERENCE LINE AND
SHEET G-002.
1. FOR GENERAL NOTES AND LEGEND SEE
NOTES:
EL.-1.0
6" TOLERANCE
EXISTING GROUND (DEC. 2018 SURVEY)
REFERENCE LINE
BEACH FILL
BERM EL.8.5(NOT INCLUDING 6" TOLERANCE)
150'
170'
170'
150'
170'
S
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535+00
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625+00
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STA.660+00
STA.520+00
STA.530+00
STA.525+00
STA.610+00
STA.615+00
STA.620+00
STA.635+00
STA.630+00
STA.655+00
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SHEET
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New York District of Engineers
US Army Corps
SHEET OF
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T
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200'0 100'
HORIZONTAL SCALE:1"=100'
VERTICAL SCALE: 1"= 10'
20'10'
6. FOR ALIGNMENT DATA SEE SHEET G-101.
FROM THE REFERENCE LINE.
5. BERM DIMENSION SHOWN IS MEASURED
CONTRACT.
4. 6" TOLERANCE HASBEEN PROVIDED IN THIS
C-106.
LOCATIONS SEE SHEET C-104 ,C-105 AND
3. FOR PLANS AND CROSS SECTIONS
ALIGNMENT DATA SEE SHEET G-101.
2. FOR GENERAL PLAN, REFERENCE LINE AND
SEE SHEET G-002.
1. FOR GENERAL NOTES AND LEGEND
NOTES:
DUNE EL. 14.0
6" TOLERANCE
S
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A D
D E
L V R
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EL.-1.0
170'
BEACH FILL
EXISTING GROUND (DEC.2018 SURVEY)
REFERENCE LINE
0 50 100 150 200 250 300 350 400 450 500 550 600-50-100 0 50 100 150 200 250 300 350 400 450 500 550 600-50-100
STA.665+00
STA.685+00
0 50 100 150 200 250 300 350 400 450 500 550 600-50-100
STA.690+00
0 50 100 150 200 250 300 350 400 450 500 550 600-50-100
STA.695+00
0 50 100 150 200 250 300 350 400 450 500 550 600-50-100
STA.675+00
0 50 100 150 200 250 300 350 400 450 500 550 600-50-100
STA.670+00
0 50 100 150 200 250 300 350 400 450 500 550 600-50-100
STA.705+00
0 50 100 150 200 250 300 350 400 450 500 550 600-50-100
STA.710+00
0 50 100 150 200 250 300 350 400 450 500 550 600-50-100
STA.715+00
0 50 100 150 200 250 300 350 400 450 500 550 600-50-100
STA.720+00
0 50 100 150 200 250 300 350 400 450 500 550 600-50-1000 50 100 150 200 250 300 350 400 450 500 550 600-50-100
STA.680+00
0 50 100 150 200 250 300 350 400 450 500 550 600-50-100 0 50 100 150 200 250 300 350 400 450 500 550 600-50-100
STA.665+00
STA.685+00
0 50 100 150 200 250 300 350 400 450 500 550 600-50-100
STA.705+00
0 50 100 150 200 250 300 350 400 450 500 550 600-50-100
6 " TOLERANCE)
BEARM EL. 8.5 NOT INCLUDING
STA.700+00
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IDENTIFICATION
SHEET
D A
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New York District of Engineers
A R
M Y C
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P S O
F E
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F
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6" TOLERANCE
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C-304
C -3
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G .A
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S S
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ID
G .A
S T
A .7
T
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0200'0 100'
HORIZONTAL SCALE:1"=100'
VERTICAL SCALE: 1"= 10'
20'10'
6. FOR ALIGNMENT DATA SEE SHEET G-101.
FOR ALL CROSS SECTIONS.
FROM THE TOE OF THE DUNE AND TYPICAL
5. BERM DIMENSIONS SHOWN IS MEASURED
THIS CONTRACT.
4. 6" TOLERANCE HASBEEN PROVIDED FOR
LOCATIONS SEE SHEETS C-101 THRU C-112.
3. FOR PLANS AND CROSS SECTIONS
ALIGNMENT DATA SEE SHEET G-101.
2. FOR GENERAL PLAN, REFERENCE LIGN AND
SHEET G-002.
1. FOR GENERAL NOTES AND LEGEND SEE
NOTES:
BEACH FILL
REFERENCE LINE
EXISTING GROUND (DEC 2018 SURVEY)
0 50 100 150 200 250 300 350 400 450 500 550 600-50-100 0 50 100 150 200 250 300 350 400 450 500 550 600-50-100 0 50 100 150 200 250 300 350 400 450 500 550 600-50-100
STA.785+00
STA.800+00 STA.860+00
0 50 100 150 200 250 300 350 400 450 500 550 600-50-100 0 50 100 150 200 250 300 350 400 450 500 550 600-50-100 0 50 100 150 200 250 300 350 400 450 500 550 600-50-100
STA.790+00
STA.802+01 STA.865+00
0 50 100 150 200 250 300 350 400 450 500 550 600-50-100 0 50 100 150 200 250 300 350 400 450 500 550 600-50-100 0 50 100 150 200 250 300 350 400 450 500 550 600-50-100
STA.795+00
STA.805+00 STA.870+00
0 50 100 150 200 250 300 350 400 450 500 550 600-50-100 0 50 100 150 200 250 300 350 400 450 500 550 600-50-100
STA.795+43 STA.810+00
150'
BERM EL.8.5(NOT INCLUDING 6" TOLERANCE)
170'
178'
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C O
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IDENTIFICATION
SHEET
D A
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A P
P R
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U E D
A T
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New York District of Engineers
A R
M Y C
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P S O
F E
N G
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N E
W Y
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N Y
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T R
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A Y P
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C-305
C -3
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G .A
G E
Z A
H E
G N
E A
S S
E G
ID
G .A
S T
A .8
T
O
200'0 100'
HORIZONTAL SCALE:1"=100'
VERTICAL SCALE: 1"= 10'
20'10'
178'
198'
FROM THE REFERENCE LINE
5. BERM DIMENSION SHOWN IS MEASURED
CONTRACT.
4. 6" TOLERANCE HASBEEN PROVIDED IN THIS
LOCATIONS SEE SHEETS C-101 THRU C-112.
3. FOR PLANS AND CROSS SECTIONS
ALIGNMENT DATA SEE SHEET G-101.
2. FOR GENERAL PLAN, REFERENCE LINE AND
SHEET G-002.
1. FOR GENERAL NOTES AND LEGEND SEE
NOTES:
178'
EL.-1.0
6" TOLERANCE
6" TOLERANCE)
BEARM EL 8.5(NOT INCLUDING
DUNE EL.14.0 (NOT INCLUDING 6" TOLERANCE)
VARIES
S
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/1
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A D
D E
L V R
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E D C
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S S S
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T A
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0 50 100 150 200 250 300 350 400 450 500 550 600-50-100 0 50 100 150 200 250 300 350 400 450 500 550 600-50-100 0 50 100 150 200 250 300 350 400 450 500 550 600-50-100
0 50 100 150 200 250 300 350 400 450 500 550 600-50-100 0 50 100 150 200 250 300 350 400 450 500 550 600-50-100
0 50 100 150 200 250 300 350 400 450 500 550 600-50-100 0 50 100 150 200 250 300 350 400 450 500 550 600-50-100
0 50 100 150 200 250 300 350 400 450 500 550 600-50-100 0 50 100 150 200 250 300 350 400 450 500 550 600-50-100
STA.886+05STA.873+93
STA.875+00
STA.880+00
STA.885+00
STA.890+00
STA.900+00
STA.902+00
REFERENCE LINE
EXISTING GROUND9DEC.2018 SURVEY)
BEACH FILL
STA.895+00
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IDENTIFICATION
SHEET
D A
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New York District of Engineers
A R
M Y C
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P S O
F E
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W Y
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W Y
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F F
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K C
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| C-302 |
| C-303 |
| C-304 |
| C-305 |
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